the azimuth from north of traverse line AB is 225°00'. If the succeeding line BC has a bearing of S 30°00'E, what is the deflection angle of atation B?

Q: A field is in the form of a regular quadrilateral. The magnetic meridian of side AB is N33*20'W and…

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Q: the magnetic azimuth reckomed from north of a line is 205'40'. if the magnetic declinination if…

A: Given data- Magnetic azimuth=205o40'Magnetic declination=3o15' eastTo Find-True bearing of the line.

Q: For a highway curve, R will be rounded off to the nearest multıple of 10 m. Field measurements show…

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Q: The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a…

A: Given: The azimuth of traverse line AB is 225o. The bearing of line BC is S 30o E.

Q: Line Ав вс со DE EF FA Azimuth/Bearing Distance (m) 237° 29' 69.46 327° 29' 571° 33' W 118 04 215°…

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Q: The top of the mast signal 1750m away was sighted through a transit with recorded vertical angle of…

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Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…

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Q: The direction of the bounding sides was surveyed as shown in the figure. A. Compute the Bearing of…

A: Given: Interior angles: ∠A=115° 10'∠B=129° 11'∠C=88° 35'∠D=132° 30'∠E=135° 42'∠F=118° 52' Bearing of…

Q: S 36 deg W is converted to an azimuth of A 206 deg B) 316 deg 306 deg D 216 deg

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Q: . Given the observed magnetic bearings (forward and backward) of a closed compass Faverse Observed…

A: A) Calculating the misclosure of the given transvers : Misclosure=∑BB-∑FB

Q: Four hills A, B, C and D are in straight line. The elevations are A = 247 m., B = 236 m., C = 314…

A: Given: Elevation of A = A = 247 m. Elevation of B = 236 m Elevation of C = 314 m Elevation of D =…

Q: Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B is in…

A: Given:-  A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B…

Q: 2. The lost ABCDEFGH is a closed traverse (clockwise) in the form of a regular octagon. If the…

A: according to bartleby policy I can answer first 4 questions only. please re-upload the remaining…

Q: N E S89° 54' 35.40"E 1358.281 m N51° 27' 45.34"E 1778.904 m N65° 59' 59.15"E 1303.296 m S25° 35'…

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Q: During a theodolite traverse, the following observations were made in the field: Calculate the…

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Q: V В.М D B.

A: Given:- an arrangement as shown below

Q: 3. Compute azimuths of all lines for a closed traverse ABCDA that has the following balanced angles…

A: Data given ∠DAB = 1080 21' 58'' ∠ABC = 780 20' 28'' ∠BCD = 920 10' 32'' ∠CDA = 810 07' 02'' Azimuth…

Q: C. Determine the magnitude of the resultant and its inclinahon 3000 76000 5000 8. B. 4000 SO00 1000…

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Q: The length of a traverse line CD is 316.48 meters and the magnetic azimuth from the south of the…

A: The correct answer is option (e) +139.23m

Q: A line from A to B has a change of easting = +250 ft. and a change of northing = +433.01 ft. What is…

A: Given, Easting of line AB, E = 250 ft. Nothing of line AB, N = 433.01 ft.

Q: the true bearing of an observation is N 36°31'03". The azimuth from the magnetic south of the same…

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Q: The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75*…

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Q: 5) If the horizontal direction from point S to point M is measured to be 12°45'10" and the direction…

A: 5)  Horizontal angle NSM = 179o20'40" - 12o45'10"                                      = 166o35'30"…

Q: determine the(a)deflection angle at station B and C (b)angle to the right or to the left for station…

A: Result :   Deflection Angle of 'B' = 85⁰ Deflection angle of 'C' = 75⁰   Angle to the right of…

Q: Ysing the compass (Bowditch) rule and the azimuths from the north, determine the following: 3.1 the…

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Q: Problem 5. The following are bearing taken on a closed compass traverse. Compute the interior angles…

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Q: 1.3 What is the azimuth of line AB in Table 1.3. Table 1.3 Line AB ANS Bearing N 36° 47' 12.00" E

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Q: Surveying If the observed fore bearing of line AB is 202° 20', then the back bearing is:

A: Given data- Fore bearing FB=202o20'To Find-The back bearing BB

Q: Exercise Consider the following surveyed points presented in the figure below. The easting and…

A: Given:- The bearings and length of the lines are given The easting and northing of point A = (E =…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.